白鹤滩枢纽变动回水区设计最低通航水位的确定
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Determination of lowest design navigable waterlevel in fluctuating backwater area of Baihetan multipurpose dam project
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    以金沙江白鹤滩库区为例,对于老君滩滩王所在的变动回水段河床比降大,无法采用整治措施达到规划航道等级的要求,传统的用保证率流量和坝前水位组合方案不符合实际航运要求及通航情况。探讨采用类比溪洛渡运行的方法,并考虑白鹤滩回水及整治措施的影响,综合确定设计最低通航水位。同时对天然情况和整治措施后的通航保证率分段计算,以供航道整治决策。

    Abstract:

    Taking Baihetan Reservoir area of Jinsha River as an example,for the fluctuating backwater section of Laojuntan,the river bed gradient is large,and the regulation measures can not be adopted to meet the requirements of the planned waterway grade.The traditional combination scheme of guaranteed discharge and water level in front of dam does not accord with the actual shipping requirements and navigation conditions.The method of simulating the operation of Xiluodu is discussed,and the design minimum navigable water level is determined comprehensively considering the influence of backwater of Baihetan and the regulation measures.At the same time,the natural condition and the navigation guarantee rate after the regulation measures are calculated in sections for the navigation channel regulation decision.

    参考文献
    相似文献
    引证文献
引用本文

陈婷婷,杨 涛.白鹤滩枢纽变动回水区设计最低通航水位的确定[J].水运工程,2023(8):134-138.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2023-08-15
  • 出版日期:
文章二维码